Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215621 DEA: 010J8704 EFIS: 0119000117
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101,271-VAR
Work Description: PLACE HMA, POLYESTER CONCRETE OVERLAY AND COLD PLANE.
Location Description: MENDOCINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORP OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Mike Anderson Structure Rep.: Kari Forbes
DIME Sample ID: 2021-09-10-8
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 09/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2021
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt
DIME Test ID: 2021-09-10-8-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2021-09-10-8-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units
|
pounds/gallons
|
Liquid Density (pounds per gallon)
|
9.163
|
DIME Test ID: 2021-09-10-8-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination
|
46.2
|
DIME Test ID: 2021-09-10-8-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1
|
24hr
|
Maximum applied load (P) for Sample 1
|
1555.4 lb
|
Span length for Sample 1
|
9 in
|
Break location for Sample 1
|
PCC
|
Specimen defects/notes for Sample 1
|
no data
|
Surface type for Sample 1
|
SSD
|
Modulus of rupture (R) for Sample 1
|
777.698 psi
|
Curing history for Sample 2
|
24hr
|
Maximum applied load (P) for Sample 2
|
2131.52 lb
|
Span length for Sample 2
|
9 in
|
Break location for Sample 2
|
PCC
|
Specimen defects/notes for Sample 2
|
no data
|
Surface type for Sample 2
|
SSD
|
Modulus of rupture (R) for Sample 2
|
1065.76 psi
|
Curing history for Sample 3
|
24hr
|
Maximum applied load (P) for Sample 3
|
1791.02 lb
|
Span length for Sample 3
|
9 in
|
Break location for Sample 3
|
PCC
|
Specimen defects/notes for Sample 3
|
no data
|
Surface type for Sample 3
|
SSD
|
Modulus of rupture (R) for Sample 3
|
895.51 psi
|
DIME Test ID: 2021-09-10-8-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 09/29/2021
Date Tested: 09/29/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid
|
153.9 mm
|
Room Temperature
|
75 f
|
Tare weight
|
0 grams
|
Initial weight
|
100 grams
|
Weight at 5 minutes
|
99.932 grams
|
Weight at 10 minutes
|
99.878 grams
|
Weight at 15 minutes
|
99.816 grams
|
Weight at 20 minutes
|
99.751 grams
|
Weight at 25 minutes
|
99.698 grams
|
Weight at 30 minutes
|
99.636 grams
|
Final weight
|
99.64 grams
|
Total weight loss
|
0.36 grams
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
Lid Factor
|
53.757 m^2
|
Volatile emission
|
19.353 grams/m^2
|